摘要
进行了 6榀混凝土小型空心砌块开洞墙的低周反复水平荷载试验。试验研究结果表明 ,增加芯柱的数量可以明显提高开洞墙体的抗剪承载力、改善其抗震性能 ;芯柱。
In this thesis,six small sized hollow concrete block(SHCB) walls with opening are tested under the horizontal low cyclic loading.The results of the test show that increasing the number of R.C. core columns can enhance the ashear bearing capacity and improve the aseismic behavior of the SHCB wall with opening and that the rational disposal and the construction of the core column,the fascia beam and the window apron beam have the remarkable influence on the ductility and the energy dissipation capability of the SHCB wall with opening.
出处
《工业建筑》
CSCD
北大核心
2001年第5期26-28,共3页
Industrial Construction
关键词
混凝土小型空心砌块
开洞墙
抗震性能
水平荷载
small sized hollow concrete block wall with opening construction aseismic behavior
